结构可变阻尼半主动控制

本文阐述了结构半主动控制的概念，并介绍了国内外有关结构半主动控制的研究状态，阐述了几种有关结构半主动控制的算法，包括基于经典最优控制的控制律及算法，基于变结构系统理论的滑动模太控制算法和非线性奇次系统的ｂａｎｇ－ｂａｎｇ控制算法。重点阐述了变结构系统理论和滑移面的确定及控制律的设计。     

结构磁流变阻尼半主动控制的改进算法与仿真分析

基于线性二次型最优控制理论,结合磁流变阻尼器装置的出力特点,提出了结构磁流变阻尼半主动控制的两种改进算法：以速度负反馈渐进逼近主动最优的界限滑动半主动控制算法和基于结构响应状态组合反馈的界限开关半主动控制算法。首先给出了采用磁流变阻尼器装置控制结构振动的系统框图,然后结合一个三层Benchmark模型,仿真分析其在多种地震输入工况下,LQR、磁流变阻尼两种半自动和两种被动控制下的控制效果,最后给出了Benchmark评价指标。     

微种群遗传算法优化结构振动控制

本文将微种群遗传算法应用到结构振动控制中，用遗传算法优化控制器，以解决一类用经典线性反馈控制无法解决的半主动控制的优化问题，该方法提出将非线性控制问题线性化，导出了简化过程，然后利用遗传算法求解，它具有利用微种群遗传算法全局寻优，并且对目标函数的性态要求较少的特点，数值算例表明，本文方法是有效的。     

变阻尼半主动结构振动台试验

在一个1：4的五层模型刚架结构上进行了变阻尼半主动结构控制振动台试验,在结构的底层安装了一个溢流阀式变阻尼控制器,输入几种不同的地震动并采用几种不同的控制算法对结构进行了变阻尼半主动控制,振动台试验结果表明,变阻尼半主动结构控制仅需要很少的电能,就可以达到较好的控制效果,是一种很有效的前景的结构振动控制方案,结合溢流阀式变阻尼控制器的特点,分析了一些因素对控制效果的影响。     

磁流变阻尼器在相邻建筑结构体系弹塑性地震反应控制中的应用

研究应用磁流变阻尼器连接相邻建筑结构的弹塑性地震反应控制问题。首先介绍磁流变阻尼器的力学模型,并设计了磁流变阻尼器的结构参数;其次,介绍钢筋混凝土框架结构的退化三线型恢复力模型及相邻建筑结构体系的特点,建立体系的力学模型及运动方程;最后进行半主动控制研究,设计了半主动控制器,通过算例实现了结构的半主动控制。分析结果表明,采用磁流变阻尼器连接的相邻结构振动控制是十分有效的,可避免地震中相邻结构发生磁撞损坏。     

地震作用下非对称结构平动-扭转耦合振动的半主动控制

本文采用半主动控制方法对非对称结构在地震作用下的平动-扭转耦合振动控制进行了研究。首先建立了非对称结构的平动-扭转耦合振动方程和状态空间方程;然后以磁流变(MR)阻尼器为控制装置,结合线性二次型最优控制、最优控制算法和限幅控制策略,提出了基于MR阻尼器的半主动控制方法;最后对半主动控制方法对非对称结构地震反应的控制效果进行了计算分析。结果表明,半主动控制方法可以对非对称结构的水平位移、扭转位移和加速度反应都产生明显的控制效果,适当下调控制力需求时,不会导致控制效果的等比下降,降低MR阻尼器可调控制力上限后,可以减小阻尼器尺寸,便于其在工程实际中的应用。     

主动结构振动控制算法综述

系统介绍了结构振动主动控制常用的七种算法,包手龙典线最优控制,极点地,时最优控制,狡模态控制,Ｈ∞状态反馈控制,滑动模态控制及最优多项式控制。     

H∞优化控制理论在半主动控制中的应用

着重研究了变阻尼半主动控制在降低结构振动响应中的控制效果，在确定可变阻尼的阻尼系数时采用了控制效果较好的H∞优化控制策略，并将这种控制策略与传统控制方法进行了比较，通过数值分析比较了被动控制、主动控、半主动控制情况下结构的最大相对位移与结构的最大绝对加速度响应。并通过分析得出如下结论：(1)在被动、主动、半主动控制方法中主动控制的控制效果最好；(2)对于刚性结构，增大结构的附加阻尼可以同时降低结构的最大相对位移和最大绝对加速度响应，应用被动控制能取得较为理想的控制效果，而半主动控制的控制效果是值得怀疑的，在应用时应慎重考虑；(3)对于柔性结构，增大附加阻尼在降低结构的最大相对位移响应的同时，却增加了结构最大绝对加速度响应，而采用半主动控制能够同时降低结构的最大相对位移和绝对加速度响应，半主动控制效果明显；(4)在柔性结构中采用半主动控制方法能取得与主动控制相近的效果；(5)由于H∞优化控制是对最坏情况下瞬时能量的优化控制，因此H∞半主动控制的控制效果要优于传统LQR控制。     

结构参数非匹配不确定性问题的滑动模态控制

本文针对结构参数非匹配不确定性问题,采用简化滑动模态控制方法．即在滑动面的没计中忽略非匹配不确定性的影响,对一个顶层放置AMD系统的五层弹塑性建筑结构进行了主动控制数值分析．考虑了结构层屈服位移的不确定,数值模拟结果表明,简化方法具有很强的鲁棒性,结构参数相对于期望值的变化幅度为-40％至40%时．简化方法均有很好的控制效果。     

基于磁流变阻尼器的层间隔震结构半主动控制研究

提出了一种层间隔震结构的半主动控制模型,建立了其振动控制方程,采用磁流变阻尼器作为控制器来施加控制力,通过编制计算机程序进行仿真分析。研究表明,对层间隔震结构进行半主动控制是有效的,结构的隔震层相对位移和顶层位移反应大大降低,进行半主动控制可以达到与主动控制相接近的控制效果;隔震层阻尼、隔震度和隔震层位置对层间隔震结构的控制有明显影响。     

新型主动变刚度阻尼器的滑动模态控制及仿真分析

设计出一种新型主动变刚度阻尼装置,该装置可向受控结构提供两种等效刚度,使受控结构能主动地避开地震动卓越频率而永远处于非共振的状态。基于变结构控制理论的滑动模态控制算法,推导了该新型阻尼器的两种开关控制律。仿真分析结果表明,这种新型主动变刚度阻尼器的减震效果是非常明显的,可取得明显优于被动控制的减震效果。两种控制律中,连续型滑动模态控制律可以更充分地发挥该新型阻尼器的性能,取得更好的控制效果。     

变刚度半主动结构振动控制的试验研究

本文成功地完成了五层框架的变刚度半主动结构振动控制的模拟地震振动试验,这不仅是我国的第一个变刚度半主动结构振动控制的试验,在国际上也是少数几例之一。本文介绍了试验系统的构成,试验内容,试验结果的分析及试验结论等。     

Finite-difference modeling with variable grid-size and adaptive time-step in porous media

Forward modeling of elastic wave propagation in porous media has great importance for understanding and interpreting the influences of rock properties on characteristics of seismic wavefield. However,the finite-difference forward-modeling method is usually implemented with global spatial grid-size and time-step; it consumes large amounts of computational cost when small-scaled oil/gas-bearing structures or large velocity-contrast exist underground. To overcome this handicap,combined with variable grid-size and time-step,this paper developed a staggered-grid finite-difference scheme for elastic wave modeling in porous media. Variable finite-difference coefficients and wavefield interpolation were used to realize the transition of wave propagation between regions of different grid-size. The accuracy and efficiency of the algorithm were shown by numerical examples. The proposed method is advanced with low computational cost in elastic wave simulation for heterogeneous oil/gas reservoirs.     

Dynamics and design of systems for geological storage of dissolved CO2

The standard approach for geologic storage of CO₂ consists of injecting it as a supercritical CO₂ phase. This approach places stringent requirements on the caprock, which must display: (1) high entry pressure to prevent the buoyancy driven upwards escape of CO₂; (2) low permeability to minimize the upwards flux of brine displaced by the CO₂; and (3) high strength to ensure that pressure build up does not cause caprock failure. We propose an alternative approach for cases when the above requirements are not met. The approach consists of extracting brine from the storage formation and then re-injecting it so that it mixes with CO₂ at depth in the injection well. Mixing at depth reduces the pressure required for brine and CO₂ at the surface. This CO₂-saturated brine will sink to the aquifer bottom because it is denser than resident brine, which eliminates the risk of buoyant escape of CO₂. The method is particularly favorable when the aquifer dips, because CO₂-saturated brine will tend to flow downslope. We perform two- and three-dimensional numerical simulations to study how far upslope the extraction well needs to be located to ensure a very long operation without CO₂ ever breaking through. Several sets of simulations were carried out to evaluate the effect of slope, temperature, pressure and CO₂ concentration, which is significantly reduced if flue gas (i.e., without capture) is mixed with the brine. We analyze energy requirements to find that the system requires high permeability to be viable, but its performance is improved by taking advantage of the thermal energy of the extracted brine.     

Noise transfer in variable‐depth streamer deghosting

Single‐component towed‐streamer marine data acquisition records the pressure variations of the upgoing compressional waves followed by the polarity‐reversed pressure variations of downgoing waves, creating sea‐surface ghost events in the data. The sea‐surface ghost for constant‐depth towed‐streamer marine data acquisition is usually characterised by a ghost operator acting on the upgoing waves, which can be formulated as a filtering process in the frequency–wavenumber domain. The deghosting operation, usually via the application of the inverse Wiener filter related to the ghost operator, acts on the signal as well as the noise. The noise power transfer into the deghosted data is proportional to the power spectrum of the inverse Wiener filter and is amplifying the noise strongly at the notch wavenumbers and frequencies of the ghost operator. For variable‐depth streamer acquisition, the sea‐surface ghost cannot be described any longer as a wavenumber–frequency operator but as a linear relationship between the wavenumber–frequency representation of the upgoing waves at the sea surface and the data in the space–frequency domain. In this article, we investigate how the application of the inverse process acts on noise. It turns out that the noise magnification is less severe with variable‐depth streamer data, as opposed to constant depth, and is inversely proportional to the local slant of the streamer. We support this statement via application of the deghosting process to real and numerical random noise. We also propose a more general concept of a wavenumber–frequency ghost power transfer function, applicable for variable‐depth streamer acquisition, and demonstrate that the inverse of the proposed variable‐depth ghost power transfer function can be used to approximately quantify the action of the variable‐depth streamer deghosting process on noise.     

Contaminant transport in a fracture with spatially variable aperture in the presence of monodisperse and polydisperse colloids

A quasi-three-dimensional particle tracking model is developed to characterize the spatial and temporal effects of advection, molecular diffusion, Taylor dispersion, fracture wall deposition, matrix diffusion, and co-transport processes on two discrete plumes (suspended monodisperse or polydisperse colloids and dissolved contaminants) flowing through a variable aperture fracture situated in a porous medium. Contaminants travel by advection and diffusion and may sorb onto fracture walls and colloid particles, as well as diffuse into and sorb onto the surrounding porous rock matrix. A kinetic isotherm describes contaminant sorption onto colloids and sorbed contaminants assume the unique transport properties of colloids. Sorption of the contaminants that have diffused into the matrix is governed by a first-order kinetic reaction. Colloids travel by advection and diffusion and may attach onto fracture walls; however, they do not penetrate the rock matrix. A probabilistic form of the Boltzmann law describes filtration of both colloids and contaminants on fracture walls. Ensemble-averaged breakthrough curves of many fracture realizations are used to compare arrival times of colloid and contaminant plumes at the fracture outlet. Results show that the presence of colloids enhances contaminant transport (decreased residence times) while matrix diffusion and sorption onto fracture walls retard the transport of contaminants. Model simulations with the polydisperse colloids show increased effects of co-transport processes.     

中低纬度区变化地磁场的结构分析

用自然正交分量法（MNOC）分析了我国部分地磁台的变化磁场资料,得到了组成中低纬度地区变化磁场的几种主要成分,它们是电离层风发电机电流产生的S_q变化,磁扰电流产生的S_D变化,与UT有关的D_UT变化.这些成分的相对大小随季节而变,场的变幅有特定的纬度分布.     

深度均匀采样梯形网格有限差分地震波场模拟方法

由于重力引起的岩石压实效应,一般来说,地震波传播速度由浅入深整体逐渐增大.梯形坐标系设计可耦合速度由浅入深逐渐增大的变化,该坐标系中均匀网格采样所对应的物理直角坐标系网格由浅入深逐渐增大,也即浅部低速区对应细网格,深部高速区对应粗网格.在梯形坐标系表征波动方程后利用有限差分求解,本文实现一种深度均匀采样、横向采样间隔随深度增加逐渐线性增大的有限差分地震波模拟方法.梯形坐标系波动方程离散后,仍采用常规均匀网格有限差分算法对其求解.由于横向网格大小由浅入深线性增加,本方法可避免不同大小网格区域过渡所产生的虚假反射.梯形坐标系波场模拟浅层精度高,深层横向响应范围广,可有效减少有限差分网格数量.本文提出的方法是在更广义的坐标系下利用有限差分求解波动方程,正交坐标系仅为该梯形坐标系之特例.本文旨在为大速度动态范围深地高效高精度地震波场模拟提供一种思路.